LEADER 05128nam 2200745 450 001 9910826723303321 005 20231110220453.0 010 $a1-118-42130-2 035 $a(CKB)2670000000619162 035 $a(EBL)1895447 035 $a(SSID)ssj0001498077 035 $a(PQKBManifestationID)12638192 035 $a(PQKBTitleCode)TC0001498077 035 $a(PQKBWorkID)11501929 035 $a(PQKB)10397708 035 $a(PQKBManifestationID)16050848 035 $a(PQKB)23091448 035 $a(MiAaPQ)EBC4180216 035 $a(MiAaPQ)EBC1895447 035 $a(DLC) 2014024689 035 $a(Au-PeEL)EBL4180216 035 $a(CaPaEBR)ebr11270062 035 $a(CaONFJC)MIL791513 035 $a(OCoLC)911796483 035 $a(MiAaPQ)EBC7103645 035 $a(Au-PeEL)EBL7103645 035 $a(JP-MeL)3000111498 035 $a(EXLCZ)992670000000619162 100 $a20161006h20152015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aPrinciples and practice of ground improvement /$fJie Han 210 1$aHoboken, New Jersey :$cWiley,$d2015. 210 4$d2015 215 $a1 online resource (435 p.) 225 1 $aNew York Academy of Sciences 300 $aDescription based upon print version of record. 311 $a1-118-41960-X 311 $a1-118-25991-2 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aCover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Introduction; 1.2 Problematic Geomaterials and Conditions; 1.2.1 Problematic Geomaterials; 1.2.2 Problematic Conditions; 1.3 Geotechnical Problems and Failures; 1.4 Ground Improvement Methods and Classification; 1.4.1 Historical Developments; 1.4.2 Classification; 1.4.3 General Description, Function, and Application; 1.5 Selection of Ground Improvement Method; 1.5.1 Necessity of Ground Improvement; 1.5.2 Factors for Selecting Ground Improvement Method; Structural Conditions; Geotechnical Conditions 327 $aEnvironmental ConstraintsConstruction Conditions; Reliability and Durability; 1.5.3 Selection Procedure; 1.6 Design Considerations; 1.7 Construction; 1.8 Quality Control and Assurance; 1.9 Recent Advances and Trends for Future Developments; 1.9.1 Recent Advances; 1.9.2 Trends for Future Developments; 1.10 Organization of Book; Problems; References; Chapter 2 Geotechnical Materials, Testing, and Design; 2.1 Introduction; 2.2 Geomaterials and Properties; 2.2.1 Classifications; 2.2.2 Physical Properties; 2.2.3 Mechanical Properties; 2.2.4 Hydraulic Properties; 2.2.5 Compaction of Geomaterial 327 $a2.3 Geosynthetics and Properties2.3.1 Type of Geosynthetic; 2.3.2 Function; 2.3.3 Properties and Test Methods; Physical Properties; Hydraulic Properties; Mechanical Properties; Geosynthetic-Soil/Block Interaction Properties; Allowable Properties; 2.4 In situ Testing; 2.4.1 Standard Penetration Test; Introduction; Measured Parameter; Correlation; 2.4.2 Cone Penetration Test; Introduction; Measured Parameters; Soil Classification and Correlation; 2.4.3 Vane Shear Test; Introduction; Measured Value; 2.4.4 Pressuremeter Test; Introduction; Measured Parameters; 2.4.5 Plate Load Test; Introduction 327 $aMeasured Parameters2.5 Shallow Foundation Design; 2.5.1 Bearing Capacity; 2.5.2 Settlement; Elastic Solution; Consolidation Test-based Method; Empirical Method; Secondary Compression; 2.5.3 Consolidation; 2.6 Slope Stability Analysis; 2.6.1 Introduction; 2.6.2 Methods for Slope Stability Analysis; Stability Conditions for Analysis; Factor of Safety; Infinite Slope Analysis; Ordinary Method of Slices; Simplified Bishop's Method; Spencer's Method; Minimum Factor of Safety and Safety Map; Numerical Methods; 2.7 Earth Retaining Wall Analysis; 2.7.1 Type of Wall 327 $a2.7.2 Lateral Earth Pressure Coefficient2.7.3 Rankine's Theory; 2.7.4 Coulomb's Theory; 2.8 Liquefaction Analysis; 2.8.1 Liquefaction Potential; 2.8.2 Earthquake-Induced Settlement; Problems; References; Chapter 3 Shallow and Deep Compaction; 3.1 Introduction; 3.2 Densification Principles; 3.3 Conventional Compaction; 3.3.1 Introduction; Basic Concept; Suitability; Applications; Advantages and Limitations; 3.3.2 Principles; Compaction Curve; Relative Compaction; One-Point Method; Influence Factors; Influence Depth; 3.3.3 Design Considerations; Performance Requirements 327 $aSelection of Compaction Equipment 330 $a"The proposed book focuses on the principles and design of ground improvement technologies"--$cProvided by publisher. 410 0$aNew York Academy of Sciences 606 $aSoil stabilization 606 $aFoundations 615 0$aSoil stabilization. 615 0$aFoundations. 676 $a624.1/51 686 $aTEC009020$2bisacsh 700 $aHan$b Jie$f1964-$01613348 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910826723303321 996 $aPrinciples and practice of ground improvement$93942599 997 $aUNINA